Study on longitudinal effect of three-tube parallel shield tunnel
approaching constructed by centrifugal model test
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Study on longitudinal effect of three-tube parallel shield tunnel
approaching constructed by centrifugal model test
Vol. 27, Issue S1, (2006)
作者机构:
1. 铁道第四勘察设计院,武汉,430063
2. 西南交通大学 土木工程学院,成都,610031
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:15 December 2006,
Published:2006
稿件说明:
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LI Shu-feng, QIU Wen-ge, ZHENG Yu-chao. Study on longitudinal effect of three-tube parallel shield tunnel
approaching constructed by centrifugal model test[J]. 2006, 27(S1).
DOI:
LI Shu-feng, QIU Wen-ge, ZHENG Yu-chao. Study on longitudinal effect of three-tube parallel shield tunnel
approaching constructed by centrifugal model test[J]. 2006, 27(S1).DOI:
Study on longitudinal effect of three-tube parallel shield tunnel
approaching constructed by centrifugal model test
Based on the three-tube parallel shield tunnel that cuts through under Hu-Hang Railway of R413 bid segment of the 9th route of Shanghai track traffic
two groups of centrifugal model tests
with one group with stratum reinforced and another not
have been done by the method of simulating stratum loss. The longitudinal effect regularity of lining inner force caused by three-tube parallel shield tunnel approaching constructed
has been studiced. The test result shows that the moment of flexion and axial force appear major change at arch lumbus of the left and right tunnel lining when the middle tunnel constructed. The longitudinal effect can be controlled effetely by stratum reinforcement but the influence also should be paid attention to. In the process of construction such method as strengthen slip casting and install longitudinal steel frame can be used for decreasing the influence on the lining duct piece especially on the joint caused by the longitudinal effect.